HomeMy WebLinkAboutzW-3703SetNOTE
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
TEMPORARY 2' GALVANIZED PIPE: APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
AND 2' GATE VALVE RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
O
O FINISHED GRADE ELEVATIO - - HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION: NO
Ch MONROE AVE. NORTH REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
r STA. 32 +25.6 2.4'LT. INT'X MONUMENT ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
//INSTALL 2' PLUG ON TOP BLIND FLANGE
/ AFTER REMOVAL OF POLYPIG 1 -8" 45' BEND (MJxMJ) RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) / STA. 32 +52.4 2.6'LT. 1- CONCRETE BLOCK FOUND TACK & LEAD NOT SHOWN IN THEIR PROPER LOCATION.
IN MONUMENT CASE
4 FT MIN. COVER (12 -INCH DIAMETER AND ❑VER) 1 : -8" 45° BEND (MJxMJ) STA. 10 +00, NE 7TH STREET
1- CONCRETE BLOCK STA. BEFORE YOU DIG, 1- 800 - 424 -5555
�/ '� + PRIVATE ROAD INT'X
(� " > - ` ' -. - �� y- , -..._� �_� r ' u, _ :, p
STA. 18 +20.65, NE 7th St.
�' .... o STA. 30 +00, PRIVATE ROAD
Q NEW WATER MAIN POLYPIG f / %_� \I _ -
...1 e I �� ''-'� 184LF. 8' D.I. WM
\,Xl SEE CONNECTION DETAIL PER CITY STANDARD
PLAN NO. 300.0
VERTICAL CROSS FOR POLYPIGGING STATIGN1 Q ).i 24LF., 8 "D.I. WM SSIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE - STA. 30 +40.0 S' _ I vERTICAL CROSS <MJ x FU �� BOTTOM OF �LANGE- 404.75 CUT N CONNECTIO (BY CITY FORC )
U) ONE BLIND FLANGE ON TOP OF CROSS WITH 2' TAP 4 2' TEMPORARY BLOW -OFF ASSEMBLY "'�. ! -� I it m r , 1- 8 °ITEE (ALL FL N 1 -8'X6' -TEE (MJxFL) r ES (REMOVE BLOW OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG') 4W' I' I r 2 -8" GATE VALVES (FLxMJ)
" 1 -FIR , HYDRANT ASSEMBLY 'i ONE BLIND FLANGE ON BOTTOM OF CROSS h ((�' 7( ONE PLUG (MJ) ON END OF CROSS ..,� i �j fry � i ;i I 3W 2W ,Lt / 1- SLEEVE (MJxMJ)
1 CONCRETE BLOCK w I 1- CONCRETE BLOCK
W CONCRETE BLOCKING �'i' \�� J of p I 1 1W y "� 1 -8" ADAPTOR (FLxMJ)
Z ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE i;o - /� �: 58LF., 8" D.I. WM
DISINFECTION OF NEW WATER MAIN ` f + i I '/,
`*e., �'� Iro I-- F '�.. z I NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
:"� ` /rr�'^•�._ �� ,': ! F,l CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
10 zr
J 9
B „4 WATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING -- - - - -- --
-- -
'` I fm EXISTING SERVICES TO BE SAVED AND UTILIZED
x STA. 3/5 +35.0 5'LT.; ' to
n: I ,, FOR NEW LOTS, RELOCATE METER BOX BETWEEN SIDEWALK
c L. - -_, ,,,,, _I 60 1” M OF FLANGE=,404.00 - I AND CURB, TYPICAL THREE (3) LOCATIONS
v w l 4M I N -I 1/ -8 "X6" TEE (ALL FL) s 0 -- - - --{-
's r I 1 FIRE HYDRANT ASSEMBLY
Il- CONCRETE BLOCK ) I Cam. ;� �•�
''� v I m I /1 8" GATE VALVE (M JxMJ) 2M 1 M
u
3M % STA. 19 +98.0
SERVICE OFF "LIVE"
I - - _ - I MAIN, TO BE INSTALLED
1i j f II I+ ,i 1" SERVICE LINE b f
UNDER SEPARATE PERMIT
CITY FORCES
t / 0
I / SEE CONNECTION DETAIL PER CITY STANDARD
PLAN NO. 300.0
I.(}o .r. ..
3E 1E J I Asia
I C p ALL FIRE HYDRANTS TO BE
— SHACKLED PER CITY STANDARDS
- STA. 20 +73.0 18'LT.+ -
1 CUT -IN CONNECTION (BY CITY FOR
./ 23LF., a, "DiiI:'FR1'
1 r 1 I., 1 -8" TEE (FLxFL)
!! i ';a 2 -8" GATE VALVES (FLxMJ)
STA 34 +69.0 2' 1 -S E (MJX )
1 '._aEND' MJxMJ ! _ , a D[ wM �^� _ 1 CONCRETE SMOCK ALL WATER SERVICES SHALL BE
45!
_BEND'
BLOCK _36 +00 -- _ -8" ADAPTOR (FLxMJ) 1 " SERVICE LINE
i -'. _` -
STA. 34 +94.3 21T. /STA. 36 +80.0 T. j �< 0 I t;s 15
1 -8" C BEND (MJxMJ) // BOTTOM OF FLANGE= 415.80 r ALL WATER METERS SHALL BE
1- CONCRETE BLOCK / f�>'.?rC' `" ,�.,"
1 -8 "X6" TEE (MJxFL) 58LF., 8" D.I. WM 3/4" IN SIZE
1 -FIRE HYDRANT ASSEMBLY
1- CONCRETE BLOCK
O L
W W
j Z
415 a
ol= FILL AND COMPA T ROADWAY TO FINAL SUBGRADE
0'+ p BEFORE EXCAVATION OF INSTALLATION OF
0 O
O
NEW WATER LINE (TYP.)
-P
M
410 .
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............ ........... ............ ............ ............ ............ ............ ........... ............ ....... .r.. °.'. -
-:410.
it
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GRAPHIC SCALE
405 -
:........................................... .....:...............:......... .
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- _
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36" Z
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y
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132LF •, 1
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1 inch = 30 feet
...... ....... ........ ........... ......... ......... ....... .___. _..... 23LF., 8 "D.I. WM ■ ■ ■ A ow w 91k: ■ A
Ann
SURVEYED muc ��++� rw ,
a�' y;a SCALE N0�°" D10°°°' CITY OF NE 7TH SHORT PLATS 06/20/2013
13932 SOUTHEAST 159TH PLACE m aG »
D.L OFFE, P.E. rnnamc
RENTON, WASHNGTON 98058 Z' '� RENTON DONOGH HOMES /ENDURE INVESTMENTS, LLC
PHONE: 425 - 260 -3412 P'.P �' D.L. OFFE, P.E.
o F.c /STER:'�V� o ®�tt r DATUM Planning/Building/Public ATER PLAN /PROFILE
CONTACT: DARRELL OFFE, P.E. s/ Nai"Ed i J ME P� g /Building /Public works Dept. 3513 / 3517 & 3603 NE 7th STREET
10/4/2013 NO. REVISION BY DATE APPR
9 lA-
r°�:0 WATER
WATER GENERAL NOTES
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF
THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION
OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY
OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS
00 SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
(Y) 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM
r ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS
AT (425)430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED
24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID
DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOURS LOCATORS, 1 -800- 424 -5555.
U) 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE
If- PRE - CONSTRUCTION MEETING.
J 5. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110
AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL
a COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON
OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL
BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS.
O 6. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED
ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -87. CEMENT LINING SHALL BE
IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN
(n DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER
ANSI /AWWA C110/A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. 3 INCH TO 12 INCH DIAMETER
}e FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE
WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI /AWWA C110/A21.10.87 AND
ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL
uj JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE
Z FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -87.
ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA C153/A21.53 -94 OR
WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR
AND TRANSMITTED TO THE OWNER.
7. GATE VALVES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING
DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESIDENT SEATED TYPE (AWWA C509).
VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE
VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380, OR M & H.
8. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE
(OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL
JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5 -1/4 INCHES, TWO 2-1/2 INCH HOSE
NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH
PUMPER NOZZLES WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V.BL
THREADS, OUTSIDE DIAMETER OF MALE TREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS
SHALL HAVE A 1 -1/4" PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE
9. THE TWO 2 -1/2" HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH
OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS
SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER
10. THE 4" PUMPER NOZZLE SHALL BE FITTED WITH A STORTZ ADAPTER, 4" SEATTLE THREAD X 5"
STORTZ. STORTZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -T6 ALUMINUM ALLOY,
HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND 2 SET SCREWS 180
DEGREES APART. STORTZ FACE TO BE METAL, NO GASKET TO WEATHER. STORTZ CAP TO HAVE
SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8"
COATED STAINLESS STEEL AIRCRAFT CABLE.
11. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER
43 -655 SAFETY YELLOW OR APPROVED EQUAL
12. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
13. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE
HYDRANTS, LATEST REVISIONS.
14. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW
FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48
INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE
LOWERED TO CLEAR.
15. ALL WATERMAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE
CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA
SWAB -AS OR APPROVED EQUAL, 2 LB /CU FT. DENSITY FOAM WITH 90A DUROMETER URETHANE
RUBBER COATING ON THE REAR OF "PIG" ONLY.
16. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR
WILL PERFORM THE CLEANING OPERATION.
17. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI
OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE
CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING
SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE
QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS
PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11).
THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
18. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM
(MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL
NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN
ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS
REFERENCED ABOVE.
19. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION.
A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
20. TWENTY-FOUR (24) HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO
STARTING CONSTRUCTION.
22. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE
UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF
FEES HAVE BEEN MADE TO THE CITY OF RENTON.
23. ALL CONNECTION TO EX
ISi1NG MAINS TO
BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT
WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL).R
FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BETE
SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS.
24. INSPECTION WILL BE ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES 24 HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS
SHALL KEEP AS -BUILT DRAWINGS.
25. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY
ACCEPTANCE PRIOR TO FINAL TIE -IN.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425 - 260 -412
CONTACT: DARRELL OFFE, P.E.
Cg1O1ETE RUIC1IM, Sax. Pnol
A GENERA
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FIGURE 1
NOTE rM Poll VERR AL 4T'DS M.W91.
SEE MIN, ,MM RNI Na n
U CONCRETE BLOCKING SIZING PROCEDURE
A PLAN VIEW AA
HAIFA J T �J Re
VALVE BOX UD WITH EARS 1 3•
IN DIRECTION OF WATER 2" SQUARE 38" MIN.
MAIN AND WORD "WATER" OPERATING NUT WROTH
CAST INTO IT
SEE DETAIL WHITE POST
62"
4-1/4' DIA.
1/8 MIN. THICKNESS 24"
2 PIECE CAST IRON VALVE
BOX. RICH- SEATEE TYPE
OR OLYMPIC FOUNDARY If STEEL
LENGTH AS REWIRED
1/8" MIN. THICKNESS VALVE MARKER POST
2 -1/4" INSIDE MEASUREMENT
2 -1/4" DEPTH
VALVE OPERATING NUT
SECTION A -A EXTENSION
VALVE OPERATION NUT EXTENSION NOTE-
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW FINISHED
GRADE. EXTENSIONS ARE TO BE A MININMUM OF
ONE (1) FOOT LONG. ONLY ONE EXTENSION TO
BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE OF
STEEL, SIZED AS NOTED, AND PAINTED WITH
TWO COATS OF METAL PAINT.
VAL\
AND
VALVE MARKER NOTES -
VALVE MARKERS SHALL BE EQUAL TO
CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL VALVE OPERATING NUT EXTENSION
MAIN LINE VALVES OUTSIDE PAVED AREAS AND VALVE MARKER POST
ADOPTED
=WII
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DWG. NAME: BR46 SP PAGE:8090
ear
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EXZSTWG VPTER LINE
PUN VIEW
,wAm
um
TCSTWG DETAIL
GATE
REVISION
6Y
R
TING NUT
VALVE MARKER POST
26. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY
THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE
DEPARTMENT OF PUBLIC WORKS.
27. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES.
OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB,
GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR
REMOVED TO AN EXISTING EXPANSION JOINT.
28. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH
A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL
FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH.
29. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL
PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND
SCHEDULE 80 UNDER IMPROVED AREAS.
2�Z
STE1� °• °�
ANAL ' 10/4/2013 N0.
REVISION
MIME M
D.L.
D WX:
D.L.
)MIN MINI MIMN MIN MIN
FACE OF CURB OR
EDGE OF PAVEMENT
_V 2" CLASS 'B'
7CETER LINE OR
LANE LINE
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
�
' SEE DWG# HR -05 FOR MINIMUM STANDARDS T
T�DATE
TYPICAL PAT(
W- 310302
RECOMMENDED FOR APPROVAL
By: ,/ Date: TI 20 (-Z-
By: Date:
By: Date:
By: Date:
N.T.S.
6.5' MIN.
1' 1' 2.5' i' 1'
MIN )MIN MIN I MINIM1N
CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLE)CIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
ADOPTED
CRY
OF RRRON
BYARDARD 12/98
1 I$ DAR: 14/96
DWG. NAME: HR -23 SP PAGE: H032A
(IBLE PAVEMENT
SCALE
P.E.
EXZSTWG VPTER LINE
PUN VIEW
P.E.
TCSTWG DETAIL
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we,
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E
N.T.S.
6.5' MIN.
1' 1' 2.5' i' 1'
MIN )MIN MIN I MINIM1N
CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLE)CIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
ADOPTED
CRY
OF RRRON
BYARDARD 12/98
1 I$ DAR: 14/96
DWG. NAME: HR -23 SP PAGE: H032A
(IBLE PAVEMENT
' "`"`"" 197, ' CITY OF NE 7TH SHORT PLATS
LAM
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RENTON DONOGH HOMES /ENDURE INVESTMENTS, LLC
DATUM planning /Building /Public works Dept. WATER DETAILS &NOTES
3513 / 3517 & 3603 NE 7th STREET
W
06/20/2013
FAMECOf
PAM
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VERTICAL CROSSMJxFU FOR POLYPIGGING
ONE BLIND FLANGE ON MP WITH 2'TAP 6 2'PLUG
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TEMPORARY BLOCK
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TEE FLXFL) W/ CONC. BLOCK
2- GATE VALVES <FLxHJ)
2- SOLID SL_EVES (MD OR RO -MAC COUPLINGS
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TEMP. BLOCK
EXISTING WATER LINE
" EXISTING WATER LINE
FINAL CONNECTION DETAIL
oil
I w- ft TZ1
ArER ALL TESA CLEANING NG, EPN1N6 By POLTPG, AND DISINFECT MI,
REMOVE TEMP. KOCK & BLOW -OFF 8 CONNECT
WITH SLEEVE (NJ) A DL SPOOLS
FINAL CONNECTION BY CITY FORCES
EXISTING WATER LINE
PUMUC wGRKS
CONNECTION TO WATER MAIN CUT
SM' PLAN - 3001
lll?PA12TJfFNT
S
IN -LINE TEE &TWO VALVES
NARC[3 2010
' "`"`"" 197, ' CITY OF NE 7TH SHORT PLATS
LAM
ZEM�
RENTON DONOGH HOMES /ENDURE INVESTMENTS, LLC
DATUM planning /Building /Public works Dept. WATER DETAILS &NOTES
3513 / 3517 & 3603 NE 7th STREET
W
06/20/2013
FAMECOf
PAM
PYYNE ND
91EEF: 10 OF:�
TER